JPH01260134A - Structure of junction between closed section steel framed member and another steel framed member - Google Patents
Structure of junction between closed section steel framed member and another steel framed memberInfo
- Publication number
- JPH01260134A JPH01260134A JP8631188A JP8631188A JPH01260134A JP H01260134 A JPH01260134 A JP H01260134A JP 8631188 A JP8631188 A JP 8631188A JP 8631188 A JP8631188 A JP 8631188A JP H01260134 A JPH01260134 A JP H01260134A
- Authority
- JP
- Japan
- Prior art keywords
- frame member
- steel frame
- steel
- steel framed
- cylindrical body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は例えば角形鋼管柱と鉄骨梁といった閉鎖型断
面の鉄骨部材と他の鉄骨部材との接合構造に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a joint structure between a steel frame member having a closed cross section, such as a square steel pipe column and a steel beam, and another steel frame member.
一般に、鉄骨構造の建物に於いては、柱部材には角形鋼
管や円形鋼管等の閉鎖形断面の鉄骨材が使用され、梁部
材には■形鋼やH形鋼等の鉄骨材が使用される。Generally, in steel-framed buildings, closed-section steel materials such as square steel pipes and circular steel pipes are used for column members, and steel materials such as ■-shaped steel and H-shaped steel are used for beam members. Ru.
そして、柱材に梁材を接合するには梁にブラケットを突
設し、このブラケットにフランジプレートやスプライス
プレート等を添えてボルト止めしたり、或いは柱に梁を
直接溶接したり、更には、接合金物によって接合するの
が一般的である。To join a beam to a column, a bracket is provided protruding from the beam, and a flange plate or splice plate is attached to the bracket and bolted, or the beam is directly welded to the column. It is common to join using metal fittings.
所で、接合金物による接合は鉄骨加工の省力化が図れ、
且つ運搬等の取扱がし易く、然も加工、建て方精度の向
上が図れる等のメリットが多いことから近年になって盛
んに多用されている。By the way, joining using joining hardware can save labor in steel processing,
In addition, it has been widely used in recent years because it has many advantages such as being easy to transport and handle, and improving the accuracy of processing and construction.
しかしながら、接合金物による接合は柱材がH形鋼等の
場合には、容易に接合が可能であるが、角形鋼管等と言
った閉鎖形断面の場合には、裏側から接合金物を取りつ
けるのが極めて困難か、或いは何ら加工なしでは全く取
り付けができない場合がある。However, when the column material is made of H-beam steel, etc., it is easy to join using metal fittings, but in the case of closed cross sections such as square steel pipes, it is better to attach the metal fittings from the back side. It may be extremely difficult or impossible to install at all without any machining.
この発明はこのような前記従来の問題点を解決するため
に提案されたもので、閉鎖形断面の鉄骨部材と他の鉄骨
部材とを極めて簡単に接合することができる閉鎖形断面
材と他の部材との接合構造を提供することを目的とする
ものであこの発明は角形鋼管や円形鋼管等といった閉鎖
形断面の鉄骨材と他の鉄骨材との接合構造に関するもの
で、閉鎖形断面の鉄骨部材の側部に取付孔を穿設し7、
当該取付孔の裏側にアンカーナンドを設置すると共に当
該アンカーナツトに外周に雄ネジを、内周に雌ネジを、
内側端部に鍔部を、更に当該鍔部の外周に歯形若しくは
スパナ掛けを有する筒体を鉄骨部材の表側より螺合し、
且つ当該筒体のねし孔に他の鉄骨部材を接合するための
連結部材を螺合する構成になっていることを特徴とする
。This invention was proposed in order to solve the above-mentioned conventional problems, and the present invention has been proposed to solve the above-mentioned conventional problems. The purpose of this invention is to provide a joint structure for joining members, and this invention relates to a joint structure for joining steel frames with closed cross sections, such as square steel pipes and circular steel pipes, with other steel frames. Drill a mounting hole on the side of the member 7.
Install an anchor nut on the back side of the mounting hole, and attach a male thread on the outer periphery and a female thread on the inner periphery of the anchor nut.
A cylindrical body having a flange on the inner end and a tooth profile or a wrench hook on the outer periphery of the flange is screwed from the front side of the steel member,
Moreover, it is characterized in that a connecting member for joining another steel frame member is screwed into the tapped hole of the cylindrical body.
[実施例〕 以下、この発明を図示する一実施例によって説明する。[Example〕 The present invention will be explained below with reference to an illustrated embodiment.
第1図に於いて、番号1は角形鋼管等の閉鎖形断面の鉄
骨部材、番号2はアンカーナツト、番号3は筒体、番号
4は取り付は後の筒体3が緩まないようにするための綴
止ナツト、番号5は鉄骨部材1の側部にブラケット等を
連結するための連結ボルトである(第3図参照)。In Figure 1, number 1 is a steel member with a closed cross section such as a square steel pipe, number 2 is an anchor nut, number 3 is a cylinder, and number 4 is installed to prevent the rear cylinder 3 from loosening. Numeral 5 is a connecting bolt for connecting a bracket or the like to the side of the steel frame member 1 (see Fig. 3).
アンカーナツト2は鉄骨部材1の側部に穿設された取付
孔6の裏側に設置されている。The anchor nut 2 is installed on the back side of a mounting hole 6 bored in the side of the steel frame member 1.
又、筒体3の外周は雄ネジ7に、筒体3の内周はネジ孔
8になっている。Further, the outer periphery of the cylindrical body 3 has a male thread 7, and the inner periphery of the cylindrical body 3 has a screw hole 8.
更に、筒体3の外側端部には取付孔6の内径より一回り
大きい鍔部9が形成されている。Furthermore, a flange portion 9 that is one size larger than the inner diameter of the mounting hole 6 is formed at the outer end of the cylindrical body 3 .
鍔部9の外周には歯形10若しくはスパナ掛け11が形
成されている(第5図、第7図及び第9図参照)。A tooth profile 10 or a wrench hook 11 is formed on the outer periphery of the collar portion 9 (see FIGS. 5, 7, and 9).
そして、筒体3は取付孔6に前記アンカーナツト2に螺
合することにより取りつけられている。The cylindrical body 3 is attached to the attachment hole 6 by being screwed onto the anchor nut 2.
筒体3を取りつける場合、鍔部9の外周の歯形10若し
くはスパナ掛けにスパナ等の治具を引っ掛けて締めつけ
る。When attaching the cylindrical body 3, a jig such as a spanner is hooked onto the tooth profile 10 on the outer periphery of the flange 9 or a wrench hook, and the cylindrical body 3 is tightened.
尚、筒体3の鍔部9をなくし、筒体3と綴止ナツト4を
一体的に形成してもよい(第2図参照)。Incidentally, the flange 9 of the cylinder 3 may be omitted, and the cylinder 3 and the locking nut 4 may be integrally formed (see FIG. 2).
続いて、取り付は方法について説明する。Next, we will explain how to install it.
■ まず、鉄骨部材1の側部に取付孔6を穿設する(第
6図参照)。■ First, a mounting hole 6 is drilled in the side of the steel frame member 1 (see Fig. 6).
■ 続いて、取付孔6の裏側にアンカーナツト2を設置
する(第16図参照)。■ Next, install the anchor nut 2 on the back side of the mounting hole 6 (see Figure 16).
アンカーナツト2を設置するには、アンカーナツト2を
アングル材や木材等に仮止めして鉄骨部材1の裏側に端
部より挿入する。To install the anchor nut 2, the anchor nut 2 is temporarily fixed to an angle material, wood, etc., and inserted into the back side of the steel frame member 1 from the end.
そして、取付孔6の裏側に設置し、仮止めする。Then, it is installed on the back side of the mounting hole 6 and temporarily fixed.
■ 続いて、前記アンカーナツト2に筒体3を鍔部9の
ない方を先にして取付孔6の表側より螺合して取りつけ
る(第17図参照)。(2) Next, the cylindrical body 3 is attached to the anchor nut 2 by screwing it from the front side of the attachment hole 6 with the side without the flange 9 first (see FIG. 17).
尚、■〜■の作業は、工場に於いて鉄骨加工の際に行う
ことを原則とする。As a general rule, operations ① to ① are performed at the factory during steel frame processing.
■ 続いて、建設現場に於いて、ブラケット等を取りつ
ける際に連結ボルト5をネジ孔7に螺合する(第18図
参照)。(2) Next, at the construction site, when attaching a bracket or the like, the connecting bolt 5 is screwed into the screw hole 7 (see Fig. 18).
連結ボルト5には綴止ナツト4を螺合しておき、連結ボ
ルト5を螺合した後、綴止ナツト4を締めつけ連結ボル
ト5を完全に固定する。A locking nut 4 is screwed onto the connecting bolt 5, and after the connecting bolt 5 is screwed, the locking nut 4 is tightened to completely fix the connecting bolt 5.
第19図は所謂パドル工法による梁の接合方法を示した
もので、オール状に形成された接合金物12をその先端
の雄ネジ部12aを筒体3のネジ孔8に螺合することに
より取りつけ、後端側のフランジ部12bに鉄骨梁をボ
ルト止めして接合するようにしたものである。FIG. 19 shows a method of joining beams using the so-called paddle method, in which an oar-shaped joint metal fitting 12 is attached by screwing the male screw part 12a at the tip into the screw hole 8 of the cylinder body 3. , a steel beam is bolted and joined to the flange portion 12b on the rear end side.
取りつけ方法は、第1図に示すものと略同じである。The mounting method is approximately the same as that shown in FIG.
第8図〜第15図はその他の筒体3を示したもので、こ
のうち第8図及び第9図に示す筒体3は、先端部を先細
に形成することにより筒体3を鉄骨部材1の取付孔及び
アンカーナツト2に取りつけし易くしたものである。8 to 15 show other cylindrical bodies 3. Of these, the cylindrical bodies 3 shown in FIGS. 8 and 9 have a tapered tip so that the cylindrical body 3 is made of a steel frame member. This makes it easy to attach to the attachment hole 1 and the anchor nut 2.
又、第10.11図、第12.13図及び第14.15
図は分割式に製作された筒体3を示したもので、このう
ち第10.11図は2分割式の筒体を、第12.13図
は3分割式の筒体を、そして第14.15図は4分割式
の筒体をそれぞれ示したものである。Also, Figures 10.11, 12.13 and 14.15
The figures show the cylindrical body 3 manufactured in a split type. Among these, Fig. 10.11 shows a 2-split type cylindrical body, Fig. 12.13 shows a 3-divided type cylindrical body, and the 14th Figure 15 shows each of the four-split cylinders.
図中、番号13と14は、凸部と凹部をそれぞれ示し、
分割体を抱き合せ組み立てた際に互いに嵌まり合って分
割体どうしが横ずれしないようにするためのものである
。In the figure, numbers 13 and 14 indicate a convex portion and a concave portion, respectively.
This is to prevent the divided bodies from shifting laterally by fitting into each other when the divided bodies are assembled together.
尚、実施例では鉄骨構造に於ける柱と梁との接合構造に
ついて説明したが、これに限られるものではなく鉄骨鉄
筋コンクリート構造における柱とネジ鉄筋の接合も可能
である(第20図参照)。In the embodiment, the connection structure between columns and beams in a steel frame structure has been described, but the present invention is not limited to this, and it is also possible to connect columns and threaded reinforcing bars in a steel reinforced concrete structure (see FIG. 20).
この発明は以上の構成から成るので、以下の効果を有す
る。Since the present invention has the above configuration, it has the following effects.
■ 角形鋼管や円形鋼管等のように、接合金具を裏側か
ら取り付けることが極めて困難な鉄骨部材でも、建設現
場に於ける接合金具の取り付けは全て表側から行うこと
ができる構造になっているので、接合作業が極めて簡単
にできる。■ Even on steel frame members, such as square steel pipes and circular steel pipes, where it is extremely difficult to attach joint fittings from the back side, the structure allows all fittings to be installed from the front side at the construction site. Joining work can be done extremely easily.
■ 又、鉄骨部材の取付孔の表側よりアンカーナツトに
筒体を取りつける場合、鍔部の外周に歯形若しくはスパ
ナ掛けが形成しであるので、この歯形若しくはスパナ掛
けにスパナ等の治具を引っ掛けて筒体を簡単且つ確実に
締めつけることができる。■ Also, when attaching the cylindrical body to the anchor nut from the front side of the installation hole of the steel frame member, a tooth profile or a spanner hook is formed on the outer periphery of the flange, so hook a jig such as a spanner onto this tooth profile or spanner hook. The cylindrical body can be easily and reliably tightened.
第1図及び第3図ばこの発明に係る接合部の構造を示す
縦断面図、第2図も同じ(接合部の構造を示す一部縦断
面図、第4図〜第9図は筒体を示したもので、第4図、
第6図、及び第8図は筒体の一部破断側面図、第5図、
第7図及び第9図はその側゛面図、第10図〜第15図
は同じく筒体を示したもので、第1O図、第12図及び
第14図は筒体の分割体の側面図、第11図、第13図
及び第15図は筒体の横断面図、第16図、第17図及
び第18図は閉鎖形断面の鉄骨部材とネジ鉄筋との接方
法を示す接合部の縦断面図、第19図はパドル工法によ
る柱と梁との接合方法を示す縦断面図、第20図は閉鎖
形断面の鉄骨部材とネジ鉄筋との接合方法を示す断面図
である。
1・・・鉄骨部材、2・・・アンカーナツト、3・・・
筒体、4・・・綴止ナツト、5・・・連結ボルト、6・
・・取付孔、7・・・雄ネジ、8・・・ネジ孔、9・・
・鍔部、10・・・歯形、11・・・スパナ掛け、12
・・・接合金物、13・・・凸部、1°4・・・凹部、
15・・・ネジ鉄筋。
第4図 3 第5図
I+” N玖
1 ′° 1 ノ\5
一9nl’;−
第11図
第13図
第15 図Figures 1 and 3 are longitudinal cross-sectional views showing the structure of the joint according to the present invention, and Figure 2 is also the same (a partial vertical cross-sectional view showing the structure of the joint; Figure 4 shows the
6 and 8 are partially cutaway side views of the cylindrical body;
Figures 7 and 9 are side views thereof, Figures 10 to 15 similarly show the cylinder, and Figures 10, 12, and 14 are side views of the divided body of the cylinder. Figures 11, 13, and 15 are cross-sectional views of the cylindrical body, and Figures 16, 17, and 18 are joints showing how to connect steel members with closed cross sections and threaded reinforcing bars. FIG. 19 is a vertical cross-sectional view showing a method of joining columns and beams using the paddle construction method, and FIG. 20 is a cross-sectional view showing a method of joining a steel frame member with a closed cross section and a threaded reinforcing bar. 1... Steel frame member, 2... Anchor nut, 3...
Cylindrical body, 4... Binding nut, 5... Connection bolt, 6...
...Mounting hole, 7...Male thread, 8...Screw hole, 9...
・Flame part, 10...Tooth profile, 11...Spanner hook, 12
... Joining hardware, 13... Convex part, 1°4... Concave part,
15...Screw reinforcing bar. Fig. 4 3 Fig. 5
Claims (1)
てあり、当該取付孔6の裏側に アンカーナット2が設置してあると共に、 当該アンカーナット2に鉄骨部材1の表側 より外周に雄ネジ7を、内周にネジ孔8を、外側端部に
鍔部9を、更に当該鍔部9外周 に歯形10若しくはスパナ掛け11を有す る筒体3が螺合して有り、且つ当該筒体3 のねじ孔8に他の鉄骨部材を接合する連結 部材5が螺合してあることを特徴とする閉 鎖形断面の鉄骨部材と他の鉄骨部材との接 合構造。[Claims] 1. A mounting hole 6 is bored in the side of the steel frame member 1 with a closed cross section, and an anchor nut 2 is installed on the back side of the mounting hole 6, and the anchor nut 2 A cylindrical body 3 is provided with a male screw 7 on the outer periphery from the front side of the steel frame member 1, a screw hole 8 on the inner periphery, a flange 9 on the outer end, and a tooth profile 10 or a wrench hook 11 on the outer periphery of the flange 9. A steel frame member with a closed cross section and another steel frame member are screwed together, and a connecting member 5 for joining another steel frame member is screwed into the screw hole 8 of the cylinder body 3. Joint structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63086311A JPH0711162B2 (en) | 1988-04-08 | 1988-04-08 | Joint structure of steel members with closed cross section and other steel members |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63086311A JPH0711162B2 (en) | 1988-04-08 | 1988-04-08 | Joint structure of steel members with closed cross section and other steel members |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01260134A true JPH01260134A (en) | 1989-10-17 |
| JPH0711162B2 JPH0711162B2 (en) | 1995-02-08 |
Family
ID=13883291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63086311A Expired - Lifetime JPH0711162B2 (en) | 1988-04-08 | 1988-04-08 | Joint structure of steel members with closed cross section and other steel members |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0711162B2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5410847A (en) * | 1990-12-12 | 1995-05-02 | Kajima Corporation | Junction structure between steel member and structural member |
| JP2003041659A (en) * | 2001-08-01 | 2003-02-13 | Tokyo Tekko Co Ltd | Connection structure of steel pipe column or steel column and beam reinforcement |
| JP2019218782A (en) * | 2018-06-21 | 2019-12-26 | 五洋建設株式会社 | Structure and construction method of structure |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5712081U (en) * | 1980-06-17 | 1982-01-21 |
-
1988
- 1988-04-08 JP JP63086311A patent/JPH0711162B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5712081U (en) * | 1980-06-17 | 1982-01-21 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5410847A (en) * | 1990-12-12 | 1995-05-02 | Kajima Corporation | Junction structure between steel member and structural member |
| JP2003041659A (en) * | 2001-08-01 | 2003-02-13 | Tokyo Tekko Co Ltd | Connection structure of steel pipe column or steel column and beam reinforcement |
| JP2019218782A (en) * | 2018-06-21 | 2019-12-26 | 五洋建設株式会社 | Structure and construction method of structure |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0711162B2 (en) | 1995-02-08 |
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